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BOC Immingham Dissolved Acetylene Project Environmental Statement Pedestrian and Cyclist Delay and Amenity 12.72 Whilst there will be an increase in the volume of traffic using the designated route, the increase is not significant (i.e. less than a 30% increase) and is therefore unlikely to have any effect on the level of delay experienced by pedestrians and cyclists. Accidents and Safety 12.73 As the traffic speeds of vehicles accessing the site during the construction phase are not expected to vary from baseline traffic speeds, there is not expected to be any associated increase in accidents resulting from speeding. The baseline analysis of accident records demonstrated that there are no significant accident clusters in the vicinity of the site, and therefore there is no reason to consider that the incidence or seriousness of accidents will be affected. Driver Delay 12.74 Whilst there will be an increase in the volume of traffic using the designated route, the increase is not significant (i.e. less than a 30% increase) and is therefore unlikely to have any effect on the level of delay experienced by other road users. Significance of Impacts during Construction 12.75 The significance of the construction period on the local highway network has been determined in accordance with the definitions in Table 12.6. A summary of the results of this process is presented in Table 12.15. Table 12.15 Significance of Impacts Construction Peak (2012) Receptor Sensitivity Magnitude Hobson Way Low Moderate Minor Kiln Lane Low Moderate Minor A1173 Low Moderate Minor A180 (southbound) Low Moderate Minor A180 (northbound) Low Moderate Minor High Medium Low Negligible Minor Not Significant Minor Not Significant Minor Not Significant Minor Not Significant Minor Not Significant 12.76 Table 12.15 shows that there would be no significant impacts on the study area during the construction period. Operation Magnitude of Effects Not Significant Not Significant Not Significant Not Significant Not Significant 12.77 The magnitude of the effect that vehicles are predicted to have during the operational phase on the specified study area is established in Table 12.16. Calculations have been based on the annualised number of operational vehicles predicted to occur during the year of opening, compared to the annualised baseline survey information plus nearby committed development traffic. 5100935.404 Environmental Statement August 2011 220
BOC Immingham Dissolved Acetylene Project Environmental Statement Scenario Table 12.16 Annual Average Daily Traffic (AADT) Flows Operational Peak, Opening Year (2012) All Vehicles Hobson Way Kiln Lane A1173 A180 (southbound) A180 (northbound) HGVs All Vehicles 5100935.404 Environmental Statement August 2011 221 HGVs Base Traffic Flows 1,173 301 2,689 802 12,553 1,863 31,518 3,287 23,016 3,598 Committed Development Flows 803 431 789 431 686 431 993 556 561 295 DA Facility Development Flows 71 34 71 34 60 34 45 26 15 8 Base plus Committed 1,977 732 3,478 1,233 13,239 2,294 32,511 3,843 23,577 3,893 Base plus Committed plus Development All Vehicles 2,047 766 3,549 1,267 13,299 2,328 32,556 3,869 23,592 3,901 Percentage Increase on Baseline 3.58% 4.64% 2.03% 2.76% 0.45% 1.48% 0.14% 0.68% 0.06% 0.21% Magnitude of Impact Low Low Negligible Negligible Negligible HGVs All Vehicles HGVs All Vehicles HGVs
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